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Volumn 24, Issue 5, 2005, Pages 755-760

3D finite element simulation on deformation of soil mass during shield tunneling

Author keywords

3DFEM; Deformation of soil mass; Metro tunnel; Shield tunneling method; Tunneling engineering

Indexed keywords

COMPUTER SIMULATION; DEFORMATION; FINITE ELEMENT METHOD; SOIL MECHANICS; SUBWAYS; THREE DIMENSIONAL;

EID: 16644389344     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (62)

References (10)
  • 1
    • 0004186106 scopus 로고
    • Beijing: China Railway Publishing House, Chinese source
    • Liu Jianhang, Hou Xueyuan. Shield Driven Tunnel[M]. Beijing: China Railway Publishing House, 1991. 329-369. (in Chinese)
    • (1991) Shield Driven Tunnel , pp. 329-369
    • Liu, J.1    Hou, X.2
  • 4
    • 0025573891 scopus 로고
    • Finite element modeling of the three dimensional ground deformations due to tunneling in soft cohesive soils: Part I - Methods of analysis
    • Lee K M, Rowe R K. Finite element modeling of the three dimensional ground deformations due to tunneling in soft cohesive soils: part I - methods of analysis[J]. Computers and Geotechnics, 1990, 2(2): 87-110.
    • (1990) Computers and Geotechnics , vol.2 , Issue.2 , pp. 87-110
    • Lee, K.M.1    Rowe, R.K.2
  • 5
    • 0025573889 scopus 로고
    • Finite element modeling of the three dimensional ground deformations due to tunneling in soft cohesive soils: Part II - Results
    • Lee K M, Rowe R K. Finite element modeling of the three dimensional ground deformations due to tunneling in soft cohesive soils: part II - results[J]. Computers and Geotechnics, 1990, 2(2): 111-138.
    • (1990) Computers and Geotechnics , vol.2 , Issue.2 , pp. 111-138
    • Lee, K.M.1    Rowe, R.K.2
  • 6
    • 0027010176 scopus 로고
    • Subsidence owing to tunnelling. I. Estimating the gap parameter
    • Lee K M, Rowe R K, Lo K Y. Subsidence owing to tunnelling. I. estimating the gap parameter[J]. Canadian Geotechnical Journal, 1992, 29(1): 929-940.
    • (1992) Canadian Geotechnical Journal , vol.29 , Issue.1 , pp. 929-940
    • Lee, K.M.1    Rowe, R.K.2    Lo, K.Y.3
  • 7
    • 0027010175 scopus 로고
    • Subsidence owing to tunnelling. II. Evaluation of a prediction technique
    • Lee K M, Rowe R K, Lo K Y. Subsidence owing to tunnelling. II. evaluation of a prediction technique[J]. Canadian Geotechnical Journal, 1992, 29(1): 941-953.
    • (1992) Canadian Geotechnical Journal , vol.29 , Issue.1 , pp. 941-953
    • Lee, K.M.1    Rowe, R.K.2    Lo, K.Y.3
  • 8
    • 0002282690 scopus 로고    scopus 로고
    • Finite element modelling of excavation and advancement process of a shield tunneling machine
    • Komiya K, Soga K, Akagi H, et al. Finite element modelling of excavation and advancement process of a shield tunneling machine[J]. Soils and Foundations. 1999, 39(3): 37-52.
    • (1999) Soils and Foundations , vol.39 , Issue.3 , pp. 37-52
    • Komiya, K.1    Soga, K.2    Akagi, H.3
  • 10
    • 5144230788 scopus 로고    scopus 로고
    • 3-dimensional non-linear finite element simulation of tunnel structure for moving-forward shield
    • Chinese source
    • Wang Minqiang, Chen Shenghong. 3-dimensional non-linear finite element simulation of tunnel structure for moving-forward shield[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(2): 228-232. (in Chinese)
    • (2002) Chinese Journal of Rock Mechanics and Engineering , vol.21 , Issue.2 , pp. 228-232
    • Wang, M.1    Chen, S.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.